With the new Finnish height system, N2000, came the need for a new national height conversion surface, with which ellipsoidal EUREF-FIN heights, as measured with GPS in Finland, can be transformed into N2000 heights, as measured by levelling. The conversion surface was calculated by fitting a correction surface to the Nordic NKG2004-geoid model using 50 EUVN-DA-points, for which both levelled and GPS-determined heights were available. Polynomial surfaces with varying degrees were fitted to the data, as well as least-squares collocation surfaces using varying parameter values The surfaces were analysed using cross-validation. Collocation surfaces performed better than the polynomial surfaces, resulting in smoother surfaces and better ...
Precise levelling results are affected by the Earth’s gravity field, especially in areas of abrupt c...
The International Height Reference System (IHRS) was defined by the International Association of Geo...
The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of i...
The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height ...
Positioning using Global Navigation Satellite Systems (GNSS) is widely used nowadays and it is getti...
Precise levelling is known for its accuracy and reliability in height determination, but the process...
This paper investigates the difference between the Finnish height datum N60 and the 1977 Baltic heig...
The aim of this research was to study different height determination techniques that could be used f...
Tartu linna geodeetilise põhivõrgu rekonstrueerimisest on möödas üle viie aasta, seega ei ole kõrgus...
According to the decision of IAG Reference Frame Sub-commission for Europe (EUREF) the EVRF2007 solu...
In Fennoscandia, heights and their relations between each other are in constant change due to the po...
The transformation of municipal plane and height coordinate systems to the EUREF-FIN and N2000 syste...
Baltic States have changed their national height systems from Baltic Normal Height System 1977 (BHS-...
The methodological analysis of the author was motivated the fact that his team could apply ...
GNSS tehnoloogia populariseerumine ja soov üha täpsemalt maa tegeliku kuju ja koostist määrata, on p...
Precise levelling results are affected by the Earth’s gravity field, especially in areas of abrupt c...
The International Height Reference System (IHRS) was defined by the International Association of Geo...
The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of i...
The quasi-geoid/geoid can be determined from the Global Positioning System (GPS) ellipsoidal height ...
Positioning using Global Navigation Satellite Systems (GNSS) is widely used nowadays and it is getti...
Precise levelling is known for its accuracy and reliability in height determination, but the process...
This paper investigates the difference between the Finnish height datum N60 and the 1977 Baltic heig...
The aim of this research was to study different height determination techniques that could be used f...
Tartu linna geodeetilise põhivõrgu rekonstrueerimisest on möödas üle viie aasta, seega ei ole kõrgus...
According to the decision of IAG Reference Frame Sub-commission for Europe (EUREF) the EVRF2007 solu...
In Fennoscandia, heights and their relations between each other are in constant change due to the po...
The transformation of municipal plane and height coordinate systems to the EUREF-FIN and N2000 syste...
Baltic States have changed their national height systems from Baltic Normal Height System 1977 (BHS-...
The methodological analysis of the author was motivated the fact that his team could apply ...
GNSS tehnoloogia populariseerumine ja soov üha täpsemalt maa tegeliku kuju ja koostist määrata, on p...
Precise levelling results are affected by the Earth’s gravity field, especially in areas of abrupt c...
The International Height Reference System (IHRS) was defined by the International Association of Geo...
The aim of this study is to analyze the best fitting geoid model for an arbitrary selected area of i...